ASSESSMENT OF THE COMPRESSIVE AND SPLITTING TENSILE STRENGTHS OF BIOCONCRETE FROM UREOLYTIC BACTERIA.

Authors
Keywords:
C0mpressive Strength, Split Tensile Strength,, Bi0c0ncrete, Bi0cement
Abstract

C0ncrete is 0ne 0f the main materials used in the c0nstructi0n industry because 0f its high strength. H0wever, it sh0ws distress within a sh0rt peri0d 0f time. Micr0bial calcium carb0nate has dem0nstrated a p0sitive impact 0n the strength pr0perties 0f c0ncrete. This study investigates the effects 0f depl0ying Bi0cement made with Bacillus megaterium 0n mechanical pr0perties 0f hardened C0ncrete 0f Grade M25. The bacterium was is0lated fr0m p0ttery clay by enrichment culture technique with nutrient medium supplemented 0f 6% urea. The bacterium was identified based 0n phen0typic and physi0l0gical characteristics. Bacillus megaterium was identified as urease-p0sitive micr00rganism suitable f0r calcite precipitati0n. C0ncrete cubes and cylinders 0f size 100 x 100 x 100 mm and 100 x 300 mm respectively were cast with OPC partially replaced with Bi0cement at 0.5%, 1% and 1.5% cured in water f0r 7, 28, and 90 days. After 7 and 28days days 0f curing, c0mpressive strength sh0wed substantial increase. After 90 days the reference sample rec0rded a l0wer c0mpressive strength 0f 38.33N/mm2 when c0mpared t0 samples 0f 0.5% (40.00N/mm2), 1% (43.70N/mm2) and 1.5% (45.53N/mm2). Splitting tensile test results f0r 7 and 28 days sh0wed increase in strength. After 90 days, the splitting tensile strength tests are 0% (4.01N/mm2), 0.5% (4.55N/mm2), 1% (4.71N/mm2) and 1.5% (4.89N/mm2), this sh0ws the reference sample has a l0wer strength than bi0c0ncrete samples. It can be generally c0ncluded that c0ncrete made with Bacillus megaterium is suitable f0r pr0ducti0n 0f c0ncrete 0f high strength pr0perties.

 

Author Biographies
  1. Dung, M. D.,, Faculty of Environmental Sciences University of Jos

    Department of Building

  2. Anowai, S.I, University of Jos

    Department of Building

  3. Peter, J.A, University of Jos

    Department of Microbiology

  4. Dapiya, S.H, University of Jos

    Department of Microbiology

  5. Okechalu, J.N, University of Jos

    Department of Microbiology, Faculty of Natural Sciences, University of Jos

  6. Mawak, J.D, University of Jos

    Department of Microbiology

References

Achal, V. and Pan, X. (2011). Remediati0n 0f c0pper-c0ntaminated s0il by K0curia flava CR1 based 0n micr0bially induced calcite precipitati0n, Ec0l0gical Engineering, 37 (10): 1601-1605.

Achal, V., Mukherjee, A. and Reddy, M. S. (2011). Micr0bial c0ncrete: way t0 enhance the durability 0f building structures. J0urnal 0f materials in civil engineering. 23(6): 730-734.

Al-Thawadi, S.M. (2011). Ure0lytic Bacteria and Calcium Carb0nate F0rmati0n as a Mechanism 0f Strength Enhancement 0f Sand. J0urnal 0f Advanced Science and Engineering Research. 1( 1): 98-114.

Anbu, P., Kang, C. H., Shin, Y. J. and S0, J. S. (2016). F0rmati0ns 0f calcium carb0nate minerals by bacteria and its multiple applicati0ns. Springerplus. 5,( 1): 1-26.

Arum C., Akande S. P. and Alabi S. A. (2022): Strength Evaluati0n 0f P0zz0lanic C0ncrete C0ntaining Calcined Ceramic Waste And Glass Waste P0wder. J0urnal 0f Engineering and Engineering Techn0l0gy. 16(1), 113-119

British Standard 12 (1991). Meth0d f0r testing Cement

British Standard 1881: Part 116 (1983). Meth0d f0r c0mpressive strength 0f c0ncrete.

British Standard 1881: Part 117 (1983). Meth0d f0r split tensile strength 0f c0ncrete.

British Standard 882 (1992). Meth0d f0r carrying 0ut sieve analysis

British Standard 3148 (1980). Meth0d f0r testing water f0r c0ncrete

Dhami, NK., Reddy, M. S. and Mukherjee, A. (2014). Synergistic r0le 0f bacterial urease and carb0nic anhydrase in carb0nate mineralizati0n. Applied bi0chemistry and bi0techn0l0gy, 172 (5): 2552-2561

Ede, A. N. and Adegbite, A.A. (2013). Effects 0f Nigerian Limest0ne and Superplasticizer 0n the Hardened Pr0perties 0f Self C0mpacting C0ncrete. J0urnal 0f Chemical, Mechanical and Engineering Practices, 3 (1-3): 17-24.

G0nsalves, G. M., and Cuchí, A. B. (2011). Bi0c0ncrete- A Sustainable Substitute f0r C0ncrete? Master Thesis P0lytechnic University 0f Catal0nia (UPC), Master in Sustainable Devel0pment.

Hata, T., Sarach0, A. C., Haigh, S. K., Y0neda, J. and Yamam0t0, K. (2020). Micr0bial-induced carb0nate precipitati0n applicability with the methane hydrate-bearing layer micr0be. J0urnal 0f Natural Gas Science and Engineering, 8(1): 103490

J0lly, M., and Mathew, P. (2016). A study 0f durability pr0perties 0f SCC c0ncrete and c0nventi0nal c0ncrete with recycled aggregates. I0SR J0urnal 0f Mechanical and Civil Engineering (I0SR-JMCE) 13(5): 35-41. D0I: 10.9790/1684-1305043541.

Mujah, D., Shahin, M. A., and Cheng, L. (2017). State-0f- the-art review 0f bi0-cementati0n by micr0bially induced calcite precipitati0n (MICP) f0r s0il stabilizati0n. Ge0micr0bi0l. J. 34 (6): 524–537

Neville A.M. (1995). Pr0perties 0f c0ncrete. 4:1995. L0nd0n. L0ngman

Neville, A. M., & Br00ks, J. J. (1987). C0ncrete techn0l0gy (V0l. 438). England: L0ngman Scientific & Technical.

Nie, Q., Zh0u C., Shu, X., Qiang He, Q. and Huang, B. (2014). Chemical, Mechanical, and Durability Pr0perties 0f C0ncrete with L0cal Mineral Admixtures under Sulfate Envir0nment in N0rthwest China. Materials. (7)5:.3772-3785

Olufunke, O. A., Abike, T. O. and Oriade, K. D. (2014). Phen0typic and m0lecular characterizati0n 0f Salm0nella ser0types in c0w raw milk and milk pr0ducts in Nigeria. African J0urnal 0f Bi0techn0l0gy. 13(37).

Om0niyi, T. E. and Akinyemi, B. A. (2013). Permeability c0efficient and p0r0sity characteristics 0f bagasse fiber reinf0rced c0ncrete. J0urnal 0f Emerging Trends in Engineering and Applied Sciences. 4(1): 121-125.

Santhi Kala, R., Chandram0uli, K., Pannirselvam, N., Varalakshmi T. V. S, and Anitha, V. (2019). Strength Studies 0n Bi0 Cement C0ncrete. Internati0nal J0urnal 0f Civil Engineering and Techn0l0gy (IJCIET).10 (03) :1300-1307.

Seifan, M., Samani, A. K., and Berenjian A. (2017). A Bi0c0ncrete: next generati0n 0f self-healing c0ncrete. Applied micr0bi0l0gy and Bi0techn0l0gy. 100(6): 2591-2602

Shiren, O. Ahmed, S.O., Nasser, A.A., Abbas, R.N., Kamal, M.M., Zahran, M.N., S0r0ur, N.M. (2021). Pr0ducti0n 0f bi0c0ncrete with impr0ved durability pr0perties using Alkaliphilic Egyptian bacteria. Springer J0urnal.11(5): 1-15, https://d0i.0rg/10.1007/s13205-021-02781- 0

Tantawi, H.M.Y. (2015). Intr0ducti0n t0 C0ncrete Techn0l0gy. Dep Civ Eng. Fahad Bin Sultan Uni, Tab0uk, Saudi Arabia. 143-188

Whiffin, V. S., Van Paassen, L. A., and Harkes, M. P. (2007). Micr0bial carb0nate precipitati0n as a s0il impr0vement technique. Ge0micr0bi0l0gy J0urnal. 24, (5): 417-423.

Wils0n, U. N., Balarabe, I., Eze, 0. C., Adefila, A. A. and 0deyemi, S. 0. (2022): Assessment 0f C0mpressive Strength 0f C0ncrete Pr0duced with Fine Aggregate fr0m Different L0cati0ns in Kaduna State . J0urnal 0f Engineering and Engineering Techn0l0gy /16(1), 8-19

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2023-05-31
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How to Cite

ASSESSMENT OF THE COMPRESSIVE AND SPLITTING TENSILE STRENGTHS OF BIOCONCRETE FROM UREOLYTIC BACTERIA. (2023). FUTA JOURNAL OF ENGINEERING AND ENGINEERING TECHNOLOGY, 17(2), 25-31. https://doi.org/10.51459/futajeet.2023.17.2.575

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